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Tender Value
₹1.6 Cr
EMD Value
₹2.3 L
Closing Date
25 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
14 conditions · 3 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (For details refer tender documents)
Defination of Similar Work :- Execution of water supply related works
30 conditions · 2 needing a document upload
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part - II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex-2: HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), A n n e x - 9 : LIST OF COURT CASES, Annex-10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
Provision of Quick Watering System at Kendujhargarh station.
e-tenderNorthKUR-350-2025
e-tenderNorthKUR-350-2025
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹2.3 L
25 Feb 2026
2 Feb 2026
11 Feb 2026
81 items across 3 schedules · ₹53,60,519.88 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 860 | 177.5 | 1,52,650 |
| 2 | All kinds of soil. | cum | 60 | 260.3 | 15,618 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 100 | 196 | 19,600 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 25 | 2,123.75 | 53,093.75 |
| 5 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 300 | 8,340.85 | 25,02,255 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 84 | 7,878.5 | 6,61,794 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 4 | 7,178.75 | 28,715 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 122 | 6,812 | 8,31,064 |
| 9 | Foundations, footings, bases for columns | Sqm | 80 | 392.15 | 31,372 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 8 | 392.15 | 3,137.2 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1200 | 842.5 | 10,11,000 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 35 | 927.25 | 32,453.75 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 30 | 736.4 | 22,092 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 5 | 961.3 | 4,806.5 |
| 15 | Under 20 cm wide | Metre | 22 | 208.55 | 4,588.1 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 4 | 951.1 | 3,804.4 |
| 17 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 60 | 10,585.9 | 6,35,154 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3500 | 107.85 | 3,77,475 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 600 | 107.85 | 64,710 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 4 | 9,504.75 | 38,019 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 6 | 9,860.4 | 59,162.4 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 44 | 7,132.25 | 3,13,819 |
| 23 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 16 | 8,752.55 | 1,40,040.8 |
| 24 | Fixed to steel windows by welding | Kg | 100 | 219.1 | 21,910 |
| 25 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 500 | 117.35 | 58,675 |
| 26 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 350 | 133.7 | 46,795 |
| 27 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 2 | 5,563.75 | 11,127.5 |
| 28 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 50 | 141.7 | 7,085 |
| 29 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 24 | 614.2 | 14,740.8 |
| 30 | 1:4 (1 cement: 4 fine sand) | Sqm | 1500 | 347.05 | 5,20,575 |
| 31 | 1:6 (1 cement: 6 fine sand) | Sqm | 70 | 333.35 | 23,334.5 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 70 | 383 | 26,810 |
| 33 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 100 | 185.65 | 18,565 |
| 34 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 70 | 160.6 | 11,242 |
| 35 | Two or more coats on new work | Sqm | 205 | 155.9 | 31,959.5 |
| 36 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 100 | 156.05 | 15,605 |
| 37 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 26 | 2,434.25 | 63,290.5 |
| 38 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 6 | 1,503.6 | 9,021.6 |
| 39 | In cement mortar | cum | 4 | 2,060.2 | 8,240.8 |
| 40 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 20 | 263.95 | 5,279 |
| 41 | 25 mm nominal dia Pipes | Metre | 50 | 355.4 | 17,770 |
| 42 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 43 | Up to 300 mm dia | Quintal | 1 | 8,913.15 | 8,913.15 |
| 44 | 200 mm diameter pipe | Each | 25 | 428.65 | 10,716.25 |
| 45 | 250 mm diameter pipe | Each | 10 | 596.65 | 5,966.5 |
| 46 | Class I | Each | 5 | 6,966.55 | 34,832.75 |
| 47 | 200 mm dia nominal bore | Each | 1 | 9,043.3 | 9,043.3 |
| 48 | Up to 600 mm dia | Quintal | 3 | 21,290.1 | 63,870.3 |
| 49 | 100 mm dia Ductile Iron Class K-9 pipes | Metre | 50 | 1,344.6 | 67,230 |
| 50 | 200 mm dia Ductile Iron Class K-9 pipes | Metre | 50 | 2,478.1 | 1,23,905 |
| 51 | 200 mm dia Ductile Iron Double Flanged | Metre | 150 | 3,360.8 | 5,04,120 |
| 52 | 250 mm dia Ductile Iron Double Flanged | Metre | 50 | 4,696.15 | 2,34,807.5 |
| 53 | 300 mm dia | Metre | 160 | 707.75 | 1,13,240 |
| 54 | 300 mm dia | Metre | 100 | 1,695.1 | 1,69,510 |
| 55 | 300 mm dia | Metre | 120 | 1,870.6 | 2,24,472 |
| 56 | 200 mm nominal size dia | Metre | 100 | 1,113.35 | 1,11,335 |
| 57 | 200 mm nominal size dia | Metre | 20 | 1,255.7 | 25,114 |
| 58 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 10 | 2,024.5 | 20,245 |
| 59 | 200 mm dia | Each | 2 | 321.15 | 642.3 |
| 60 | 200 mm clamp | Each | 2 | 2,293.65 | 4,587.3 |
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ScopeQWS.pdf
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e tendering condition
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SpecialconditionConcrete..pdf Design mix
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